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RE: Two way slab designed as one way

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Dick,

How can there be flexural cracking  if   it  is designed to have one way
action.
In my opinion, the moments will be redistributed in the short direction
before any failure occurs.






-----Original Message-----
From:	Horning, Dick/CVO [mailto:dhorning(--nospam--at)CH2M.com]
Sent:	Saturday, October 10, 1998 7:52 AM
To:	'seaint(--nospam--at)seaint.org'
Subject:	RE: Two way slab designed as one way

You also need more than shrinkage/temp steel in the 16' direction, or there
will be flexural cracking

	-----Original Message-----
	From:	Alex C. Nacionales [SMTP:anacio(--nospam--at)skyinet.net]
	Sent:	Friday, October 09, 1998 4:31 PM
	To:	seaint(--nospam--at)seaint.org
	Subject:	Two way slab designed as one way


	I would like your opinion on designing two way slabs as one way.

	Ex.   12 ft x   16 ft  slab designed as one way  on the 12'
direction.

	My opinion is that it  is possible but it would be more economical
to design
	it as two way slab.


	Alex C. Nacionales
	A.C. Nacionales Construction